4650 search results for pavement design
550-010
1 0 / 1 6 / 2 0 2 3 7 : 4 7 : 0 5 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX BRIDGE FENCING (VERTICAL) 11/01/17 1 4 550-010 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab or Raised Sidewalk Bridge Deck (shown) or Raised Sidewalk Bridge Deck (shown) Parapet, rail ends, DESIGNATION ASTM DESIGNATION ASTM 1 " M i n . 4" Min. or E70XX. Nondestructive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/550-010.pdf?sfvrsn=f1eafc48_1550-012
1 0 / 1 6 / 2 0 2 3 7 : 4 8 : 5 1 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX BRIDGE FENCING (ENCLOSED) 11/01/23 1 4 550-012 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Bands or Boulevards Clamps (Typ.) or Combination Rail Ends with Brace Rail Ends with Brace Bands, Sleeves Horizontal Rails and DESIGNATION ASTM DESIGNATION ASTM Height = Tangent or Hoop Length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/550-012.pdf?sfvrsn=19b6ab19_1550-010
1 0 / 1 7 / 2 0 2 4 1 0 : 3 9 : 1 6 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX BRIDGE FENCING (VERTICAL) 11/01/17 1 4 550-010 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab or Raised Sidewalk Bridge Deck (shown) or Raised Sidewalk Bridge Deck (shown) Parapet, ~ (includes post or loop caps, horizontal and brace rail ends, DESIGNATION ASTM DESIGNATION ASTM 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/550-010.pdf?sfvrsn=33c7fb28_1550-012
1 0 / 1 7 / 2 0 2 4 1 0 : 4 0 : 4 4 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX BRIDGE FENCING (ENCLOSED) 11/01/23 1 4 550-012 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach, " mesh with knuckled Chain Link Fabric Internal Sleeves Horizontal Rails and DESIGNATION ASTM DESIGNATION ASTM Height = Tangent or Hoop Length - Barrier or Parapet Height - 2" max. ƈ" (Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/550-012.pdf?sfvrsn=2ba96005_1550-010
1 0 / 6 / 2 0 2 5 3 : 2 5 : 0 4 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX BRIDGE FENCING (VERTICAL) 11/01/17 1 4 550-010 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab or Raised Sidewalk Bridge Deck (shown) or Raised Sidewalk Bridge Deck (shown) Parapet Concrete, or loop caps, horizontal and brace rail ends, DESIGNATION ASTM DESIGNATION ASTM 1 " M i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/550-010.pdf?sfvrsn=9d6e1101_1550-012
1 0 / 6 / 2 0 2 5 3 : 2 6 : 2 2 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX BRIDGE FENCING (ENCLOSED) 11/01/23 1 4 550-012 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Bands or Boulevards Clamps (Typ.) or Combination Rail Ends with Brace Rail Ends with Brace Bands, with knuckled Chain Link Fabric Internal Sleeves Horizontal Rails and DESIGNATION ASTM DESIGNATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/550-012.pdf?sfvrsn=93e3eb92_1BTrfficControlSignalsandDevices
”± long ¾” (min.) diameter Steel Pipe 3. For Conduit not designated for future use, see Plans for details. For Conduit designated for locations and details. other locations as necessary to maintain, SECTION THRU Note 3) (See Sheet 1 Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge, 1 Note 3) Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge of adjacent Slope Coping (if present) Retaining Wall Edge of Pavement or See Conduit Stub-Out Detail below CONDUIT STUB-OUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/ser/btrfficcontrolsignalsanddevices.pdf?sfvrsn=ac466b87_1630-010
”± long ¾” (min.) diameter Steel Pipe 3. For Conduit not designated for future use, see Plans for details. For Conduit designated for locations and details. other locations as necessary to maintain, SECTION THRU Note 3) (See Sheet 1 Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge, ) Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge of adjacent Slope Coping (if present) Retaining Wall Edge of Pavement or See Conduit Stub-Out Detail below CONDUIT STUB-OUT DETAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/630-010.pdf?sfvrsn=bbacd509_1630-010
”± long ¾” (min.) diameter Steel Pipe 3. For Conduit not designated for future use, see Plans for details. For Conduit designated for locations and details. other locations as necessary to maintain, SECTION THRU Note 3) (See Sheet 1 Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge, 1 Note 3) Steel Pipe, (Min.) 2'-0" Riprap Pavement or Rubble Edge of adjacent Slope Coping (if present) Retaining Wall Edge of Pavement or See Conduit Stub-Out Detail below CONDUIT STUB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/630-010.pdf?sfvrsn=c64dd8f0_11200101FHWA
bottom of the existing pavement; 3.The bottom of existing features removed by clearing and grubbing, or rigid pavement. SUBARTICLE 120-2.1 has the following Administrative change: 120-2 Classifications, areas as designated borrow areas. When furnishing the dredging or borrow areas, supply, reclaimed asphalt pavement (RAP), recycled concrete aggregate (RCA) and Portland cement concrete, impact areas. Remove all waste material designated as undesirable. Use material in embankment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1200101fhwa.pdf?sfvrsn=acb00424_16110203.FHWA
applicable, a representative of the agency designated to accept maintenance responsibility. The Engineer, . Signing and pavement marking plan sheets may be used instead of signalization plan sheets, for detection systems that are not embedded in or under pavement. 611-2.3.2.3 Pull Boxes: Label unused, of the agency designated to accept maintenance responsibility. The Engineer will submit the approved form, and pavement marking plan sheets may be used instead of signalization plan sheets, if a substantial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/6110203.fhwa.pdf?sfvrsn=37481b42_0630-010
a 3’-0”± long ¾” (min.) diameter Steel Pipe 3. For Conduit not designated for future use, see Plans for details. For Conduit designated for locations and details. other locations as necessary, SECTION THRU Note 3) (See Sheet 1 Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge, (See Sheet 1 Note 3) Steel Pipe, (Min.) 2'-0" Riprap Pavement or Rubble Edge of adjacent Slope Coping (if present) Retaining Wall Edge of Pavement or See Conduit Stub-Out Detail below CONDUIT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/630-010.pdf?sfvrsn=eee5df5f_1D4-04-04-25BSN
on a design contract or who participates in a value engineering study workshop or cost risk analysis workshop, E4X78-R0 BROWARD GENERAL PAVEMENT REPAIRS - ROUTINE MAINTENANCE 44932427201(*) BROWARD 15 E4X79, and gutter, sidewalk, driveways), asphalt (milling, resurfacing), pavement markings (removable, - 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 691.000 0337- 7- 82 ASPHALT CONCRETE, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 207.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/d4-04-04-25bsn.pdf?sfvrsn=896ffb2a_1District Six Design Build Contracts
District Six Design Build Contracts, Six Design-Build Projects Design Build Ads Design Build Selections Exempt Documents Request (Click here for previous Design-Build Advertisements) Contract Number Financial Project ID, Device Replacement X Project Documents Pre-Bid Meeting Attendees E6P01 446947-3-52-01 Design, 430291-8-92-01, 430291-8-92-02 Low Bid Design Build for the replacement of four permanent generators, one, ). X Project Documents Pre-Bid Meeting Attendees E6O77 446947-2-52-01 Design and construction
https://www.fdot.gov/contracts/district-offices/d6/lettings/designbuild/designbuild.shtm2000502-724IMPL
for Shoulder Pavement: Unless otherwise permitted, complete all rock base shoulder construction at any particular location before placing the final course of pavement on the traveled roadway. When, capable of scarring or contaminating the pavement surface on the adjacent pavement. Immediately sweep, is uniform and in compliance with the design cross slope. When the difference between the measured cross slope and the design cross slope exceeds ±0.2% for travel lanes including turn lanes or ±0.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/2000502-724impl.pdf?sfvrsn=5c951df0_11020905.FHWA
July 2014, to the July 2014 Workbook to incorporate changes necessitated by Roadway Design Bulletin, on the project, meeting the requirements of the Design Standards and Section 705have been properly maintained, ) - per each per day. Item No. 102- 78- Temporary Retroreflective Pavement Markers - each. Item, - Painted Pavement Markings. Item No. 711- Thermoplastic Traffic Stripes and Markings. SP1020905, , used on the project, meeting the requirements of the Design Standards and Section 705. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/1020905.fhwa.pdf?sfvrsn=2a9efb21_02024June-Thu1-DesignLessonsLearned
Design Lessons Learned FDOT, District 4 Leslie Wetherell, PE Presenter Info Leslie Wetherell, P.E. Project Manager FDOT Design District 4 3400 W Commercial Blvd Ft Lauderdale, FL 33309, paperwork as an agency • Not a solution • Plan note/design plans reflecting “…or approved equal, • Also needed landscape, hardscape, and irrigation • Let’s talk Patterned Pavement • Needs local, a dditions • Such as patterned pavement, installing a new utility line, etc. • You need to a ccount
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024june-thu1-designlessonslearned.pdf?sfvrsn=51d7efc8_12000702-722origind
Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, than design cross slope. The proposed specification is associated with the changes made to Section, in the table below. Table 200-1 Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/2000702-722origind.pdf?sfvrsn=b4311e90_2Program Management Bulletin 20-04
of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations Engineers, District Program, Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2020/program-management-bulletin-20-04.pdf?sfvrsn=527b5678_1cao-bulletin-20-01-and-pm-bulletin-20-04-bid-factor-pb-and-19-02
of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations Engineers, District Program, Development, District Design Engineers, District Construction Engineers, District Structures Design Engineers, District Maintenance Engineers, District Roadway Design Engineers, District Traffic Operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2020/cao-bulletin-20-01-and-pm-bulletin-20-04-bid-factor-pb-and-19-02.pdf?sfvrsn=121bc45b_1